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叁桥(2006)4101-B_单线T形桥台(高清)人行步板布置及工程数量表（一个桥台两例）台长人行道少板数量人行道胜杆、文杂款量农区d1人行退宽人行遗步板活线路右岗有置板的类型及数量湿爱土体积人行进栏杆文泉钢料重(m)(m)(m°)(kg)(kg)(kg)(kg)1.050.59119.081129.31216.993.787.690.80.4594.20986.11073.791.050.67138.001129.31228.8499.540.51109.20986.11085.641.050.74147.881355.161464.18109.020.80.55117.001183.321292.341.05200.80163.001355.161473.665.0118.50.8200.60129.001183.321301.82Ag<0.15g1.050.86178.201355.161483.145.4(F)127.980.80.66141.001183.321311.31.050.94191.881581.021720.855.9138.830.8120.72151.801380.541520.371.051.02210.801581.021732.76.4151,8810.78166.801380.541532.221.05241.06218.401581.021737.44(6.6)156.420.82172.801380.541536.96附注：1.本围尺寸除注明者外，均以毫米计。2.人行遗竭检着与造硅神钢范相理时GB 31604.37-2016 食品安全国家标准 食品接触材料及制品 三乙胺和三正丁胺的测定，应适消训整道喹考钢贴，以保证塑检位置的准确性。设计睡桥面预应力荒凝土筒支T梁单线T形桥台图号总 (2006) 41018533.图中台长带括号者，道用于16m路度，复核直由线上L=12m , 16m (Ag<0.15g)比例尺4.步板括号外数字及编号用于人行道1.05m宽方案、括号内数字及输号近用于人行遗0.8m方案。示意人行道步板布置及工程数量表（一）2006.8
人行道步板布置及工程数量表（一个桥台两侧）人行道步长暂量人行造租杆、支象征量d1人行造宽人行连步板源线路方内有置板内类型及录量人行造栏杆支来科量支架栏标总量(m)(m)(m*)(kg)(kg)(kg)(kg)1.050.75 *151.681355.161456.55(E)B (E)C F)111.390.80.57120.001183.321294.711.051080120.85174.401355.161480.775.3CPC125.610.8120.65138.001183.321308.931.050.93188.081581.02AA1718.48137.460.80.70148.801380.5415181.050.94191.881581.021720.85(5.9)139.830410.72151.801380.541520.37.2g 人行造步板布置及工程数量表（一个桥台两侧）人行通步板敬量人行栏杆、文架数量人行进室91人行建步板范线路方内市置板约类型及数量湛新土体积人行道租杆文架钢科型文杂栏杆息重(m)(m)(m°)(kg)(kg)(kg)(kg) 1.050.72144.121355.161461.81C C106.650.80.54114.001183.321289.971.050.78159.281355.161471.294.9118.130.80.60126.001183.321299.451.05120.85174.401355.161480.775.3125.610.65138.001183.321308.931.05120.94191.881581.021720.85Ag≤0.15g5.9139.830.80.72151.801380.541520.371.051,02210.801581.021732.7151.680.80.78166.801380.541532.221.05780 20 781.10224.481806.881970.416.9163.530.80.84177.601577.761741.291.051.14232.001806.881975.15(7.1)S(DBEBEBC)168.270.86183.601577.761746.03·附注：1.本图尺寸除注明者务，均以毫来计，2.人行遗螺检着与遗唾槽钢能相理时，应适多调整遗硅格钢结，以保运螺检位置的准确性。3.图中合长费号者，只适用于24m路度，4.步板括号外数字及编号适用于人行道1.05m宽方案、据号内兼字及编号适用于人行道0.8m方案。设计道碰桥面预应力混覆土筒支T梁单线T形桥台图号8# (2006) 4101B55复核直曲线上L=20m , 24m (Ag<0.15g)比例尺示意人行道步板布置及工程数量表（三）日期2006.8 人行道步板布置及工程数量表（一个桥台两侧）人行造步板款量人行进栏杆、文架数量震区台项长d1人行进定人行道步板滑线路方向市置板内类型及数量温凝土体积钢估重人行造松杆文杂领料重文架栏杆总重(m)(m)(m°)(kg)(kg)(kg)(kg)1.05780 20 780 200.91184.281581.021716.11,5.7A0A.CF135.090.8A (D) AC (F120.69145.801380.541515.631.051.02210.801581.021732.706.4151.680.80.78166.801380.541532.221.0521.10224.481806.881970.41.AACP163.530.80.84177.801577.761741.291.051.22245.682032.742212.867.6180.120.8240.911$4.401774.981955.100.2g≤Ag≤0.3g1.051.31268.402032.742227.086.2194.340.8240.99212.401774.981969.321.051.42289.682258.62469.538.9210.930.8171.08229.201972:22183.131.051.52312.402258.62483.759.5C(F)225.15201.16247.201972.22197.351.051.55320.002258.62488.49229.890.81.19253.201972.22202.09附注：1.本图尺寸除注明者外，均以老来计。2.人行造挥检着与遗墙椎钢给相理对，应适当调整遗唾格钢施，以保证竭检位置的准确性，设计通磁桥面预应力滋凝土简支T梁单线T形桥台图号8券 (2006) 4101B583.步板指号外数字及编号适用于人行道1.05m宽方案、括号内数字及编号遗用于人行造0.8m方案。复核直由线上L=32m (0.2g 肇体坡角出前增部分增加的数量（一个台）